Application of coupled analysis methods for prediction of blast-induced dominant vibration frequency

Blast-induced dominant vibration frequency (DVF) involves a complex, nonlinear and small sample system considering rock properties, blasting parameters and topography. In this study, a combination of grey relational analysis and dimensional analysis procedures for prediction of dominant vibration frequency are presented. Six factors are selected from extensive effect factor sequences based on grey relational analysis, and then a novel blast-induced dominant vibration frequency prediction is obtained by dimensional analysis. In addition, the prediction is simplified by sensitivity analysis with 195 experimental blast records. Validation is carried out for the proposed formula based on the site test database of the firstperiod blasting excavation in the Guangdong Lufeng Nuclear Power Plant (GLNPP). The results show the proposed approach has a higher fitting degree and smaller mean error when compared with traditional predictions.

[1]  Guo Feng Experimental Research on the Master Frequency of Blasting Seismic Wave , 2009 .

[2]  Yong Lu,et al.  Numerical prediction of blast‐induced stress wave from large‐scale underground explosion , 2004 .

[3]  P. D. Katsabanis,et al.  DEVELOPMENT OF A CONTINUUM DAMAGE MODEL FOR BLASTING ANALYSIS , 1997 .

[4]  Jian Zhao,et al.  A study of UDEC modelling for blast wave propagation in jointed rock masses , 1998 .

[5]  Ali Kahriman,et al.  Analysis of parameters of ground vibration produced from bench blasting at a limestone quarry , 2004 .

[6]  Lu Wen-boa Theoretical Analysis on Decay Mechanism and Law of Blasting Vibration Frequency , 2013 .

[8]  W. F. Bawden,et al.  A new constitutive model for blast damage , 1996 .

[9]  Zhang Shi An Empirical Formula of Calculating the Vibrating Intensity of Explosive Wave and Its Application in Mining , 2000 .

[10]  D. Siskind,et al.  STRUCTURE RESPONSE AND DAMAGE PRODUCED BY GROUND VIBRATION FROM SURFACE MINE BLASTING. , 1980 .

[11]  Ahmad Ramezanzadeh,et al.  Prediction of blast-induced vibrations in limestone quarries using Support Vector Machine , 2012 .

[12]  Haym Benaroya,et al.  Sensitivity analysis of blast loading parameters and their trends as uncertainty increases , 2009 .

[13]  Ping Wang,et al.  Sensitivity analysis of key input parameters in conditional cell transmission model for oversaturated arterials , 2013 .

[14]  Xinhua Xue,et al.  Numerical modeling of arch dam under blast loading , 2014 .

[15]  Chen Guo-ping The Influential Factors of Blasting Vibration by Grey Correlation Analysis , 2005 .

[16]  T. Singh,et al.  Prediction of blast induced ground vibrations and frequency in opencast mine: A neural network approach , 2006 .

[17]  Hakan Ak,et al.  The effect of discontinuity frequency on ground vibrations produced from bench blasting: A case study , 2008 .

[18]  H. Langhaar Dimensional analysis and theory of models , 1951 .

[19]  P. K. Singh,et al.  Damage to surface structures due to blast vibration , 2010 .

[20]  Ali Elkamel,et al.  Numerical characterization of distributed dynamic systems using tools of intelligent computing and generalized dimensional analysis , 2006, Appl. Math. Comput..

[21]  Guowei Ma,et al.  Assessment of underground tunnel stability to adjacent tunnel explosion , 2013 .

[22]  T. N. Singh,et al.  Prediction of Blast Induced Air Overpressure in Opencast Mine , 2005 .